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600 10TH ST 2017-09-25
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600 10TH ST 2017-09-25
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Last modified
9/25/2017 11:24:30 AM
Creation date
9/25/2017 11:24:25 AM
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Address Document
Street Name
10TH ST
Street Number
600
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A LEGEND <br /> — — — LIMIT OF WORK <br /> EXISTING ASPHALT PAVEMENT <br /> / NON—VEHICULAR CONCRETE PAVEMENT; <br /> 2 REE PROTECTION AND CONSTRICTION LIMIT FENCE © SEE DETAILS <br /> i Lam/ <br /> \ 0 REPAIR SITE DAMAGE; SEE SPECS ON SHEET <br /> L3.01-L3.03 <br /> 18.55 /'' \\ I —TP — TREE PROTECTION FENCING; SEE DETAILS <br /> / ti0 <br /> / 3'-0'TYP. 3'-0' TYP. I L44 AVING101NTS I - `- -- CONSTRUCTION JOINT; SEE DETAILS <br /> R I <br /> EXISTING TREE TO REMAIN <br /> JETTY LANDING PARK CONCEPTUAL SECTION A-A' , 03 ONCRETE PAVEMENT <br /> / 0 18.35 '✓A•. �� I INNER CRITICAL ROOT ZONE <br /> OUTER CRITICAL ROOT ZONE <br /> rb ` s J <br /> / ti 18.55 j ' 1Q�Q• 18.94 I <br /> '18.94._ 1111 <br /> ,0 �h So j/ ��� �/�. r• `Q POB AT e I REMOVE TREE & STUMP (4 TREES) <br /> CORNER OF�� <br /> 18.35 r,• ' 18.74 2.6 IX. ASPHALT --r� <br /> 0 18;94 PT - ' o <br /> •-18.79`' ` ` ``' '6,-6, I T R TRASH RECEPTACLES; SEE SPEC NOTES <br /> 18.94 , .`18.85. -.sx 18.60 18.0PT PT 8 <br /> I y. f - O 16' HIGH SHADE SYSTEM COLUMN; SEE SPEC NOTES <br /> I \0>,' , • I . . . . _ 18.08 <br /> ` SLOPE TO DRAIN; 6:1 MAX SLOPE, TYP' 18.60' EW 6' CONCRETE PATH TO BE FLUSH 8' HIGH SHADE SYSTEM COLUMN; SEE SPEC NOTES <br /> s 18.74 . <br /> ` ` `.`, 26'-0'4 I WITH ASPHALT WALKWAY; SLOPE <br /> TO DRAIN; SAWCUT ASPHALT AND PATCH <br /> AS NEEDED FOR STRAIGHT EDGE PICNIC TABLE; SEE SPEC NOTES <br /> BGRADE AND SOIL PREP-HYDROSEED <br /> 'O> <br /> TRASH ENCLOSURE; INSTALL PER <br /> MANUFACTURER'S RECOMMENDATIONS <br /> PRESERVE'& PROTECT EX CONC <br /> PAD ✓✓/ /' <br /> EXISTING TREES TO REMAIN, TYP. <br /> I`8-0° I NOTES: <br /> I TP —TP ___ ___i 1. VERIFY AND CONFIRM ALL DIMENSIONS AND PHYSICAL CONDITIONS <br /> SHOWN OR IMPLIED ON THE DRAWINGS AND SPECIFICATIONS. <br /> \ / ' NOTIFY THE OWNER'S REPRESENTATIVE OF HORIZONTAL OR VERTICAL <br /> \ '� DISCREPANCIES IMMEDIATELY IN ORDER TO RECEIVE DIRECTION AND <br /> ` \\/ ! INSURE THAT CUMULATIVE ERROR DOES NOT OCCUR. <br /> �,< �� I <br /> a \ \- 1I 2. LAYOUT OF ALL PROPOSED ELEMEMS TO BE STAKED IN THE FIELD <br /> \ \ _ FOR REVIEW AND ACCEPTANCE BY LANDSCAPE ARCHITECT PRIOR TO <br /> I INSTALLATION. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY OF <br /> I CONFLICTS BETWEEN LAYOUT AND ALIGNMENT OR DIMENSIONING AND <br /> FIELD CONDITIONS. <br /> a I _. --- p / I 3. O WORKED. <br /> SHALLBE PLUMB AND SQUARE UNLESS OTHERWISE <br /> 00 I � � \\ ' � / /// I IRE HYDRANT; DO NOT BLOCK <br /> 4. SEE SPEC NOTES, SHEETS L3.01-0.03. <br /> 1 COORDINATE IRRIGATION SLEEVE LOCATION PRIOR TO PAVEMENT <br /> TP INSTALLATION.I INSTALLATION. SEE SPEC NOTES. <br /> I - S`formwat� runoff �� /7Ew <br /> N <br /> APPROVED Im Eryr2us 3arACEs shall <br /> L - - - - - - - - - - - - - - - - - - l <br /> N — — — — — — — — J PUBLI WORKS DEPARTMEN� djS <br /> REMOVE TREE & STUMP, TY p /rj!�/��s� ✓ ✓£��/RV� <br /> 611111111111111111 A' BY D 5 10 20 <br /> NORTH MARINA DATE l° " <br /> •_ SCALE: 1'=10'-0' <br /> N CITY OF EVERETT REVIF!AJFD FOR PERMIT <br /> IF SHEET IS LESS THAN 22x34 <br /> a REDUCE SCALES ACCORDINGLY <br /> i <br /> 3 =RascT ENGINEER: SCA-`: DWG. NO. <br /> CASCADE an�_6 E. SCHMIDT 1"=1o'-O' PORT OF EVERETT L2.01 <br /> ID port of DESIGN EscND BY: DATE:SCHMIDT FEB. 19, 2o,s WATERFRONT PLACE CENTRAL c,F NO. <br /> i/ Ll\L COLLABORATIVE DRAWN BY: CHECKED B"- INTERIM PUBLIC ACCESS 6-8-001-02 <br /> o n•E� J. BARNES L. CORRY PROJECT <br /> LANDSCAPE ARCHITECTURE+URBAN DESIGN �-�°' JETTY LANDING IMPROVEMENTS� x ssa �*� va PA-BL-2016-02 <br /> a AA 98216 1402 3-Ave.,SuRe 415,Seattle,WA 98101 2/19/16 ISSUE =0R ED & __._ -_ _ A"ROVED BY: <br /> 14�c _ ;_31e< (206)628-91331 cascadedeslgncollab.com �DATE BY RE DATE RE <br /> SITE PLAN <br /> NO. BY VISION <DmtGT[ m SHEET \C. 3 CF <br /> 7 <br />
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